• Analytical results of elastoplastic time history analysis correlated very well with the experimental results of the shaking table test, proving the validity of the proposed model.

    利用所提分析模型对振动台试验模型进行了弹塑性时程分析,计算结果与试验结果吻合良好,验证了分析模型的正确性。

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  • The analytical results accord well with the results of shaking table tests.

    分析结果与振动台试验结果吻合良好。

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  • In this paper, a shaking table test of dry-joint back groove ceramic curtain wall is introduced.

    通过钢框架外挂足尺陶板幕墙模型的振动台试验,研究了陶板幕墙的抗震性能。

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  • Taking results of shaking table test as reference, reasonable enhance measures of seismic design were suggested.

    参考振动台试验,提出合理的结构抗震设计措施。

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  • The paper studies the seismic behavior of stone buildings by two structural models with full scale on shaking table.

    通过两幢单层足尺石结构房屋模型的振动台试验,观察并分析了石结构房屋在模拟地震作用下的抗震性能。

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  • In the aspect of soil materials, research methods are surface wave test, shaking table test and numerical simulation.

    在土体材料方面,研究方法有面波测试、振动台试验及数值模拟。

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  • Theoretical and shaking table test studies of the dynamic behavior of a core-wall suspension structures are performed.

    对高层建筑核筒式悬挂结构的动力特性进行了理论与振动台试验研究。

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  • The cupric oxide separated from material treated by shaking table was 96.5% in purification and 97.1% in recovery rate.

    在此条件下处理后的物料,通过摇床分选后得到的氧化铜纯度达96.5%,回收率达97.1%。

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  • Dynamic response for free spanning submarine pipelines due to earthquake was studied by use of an underwater shaking table.

    利用水下振动台研究了海底悬跨管线在地震作用下的动力反应。

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  • The shaking table test of a 1/10 scale multi rib wall plate lightweight frame model with a height of ten stories is elucidated.

    阐述了十层密肋壁板轻框结构1/10比例模型房屋模拟振动台试验。

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  • The design of scale model is one of keys to insure that shaking table test can really reflect the dynamic characters of prototype.

    模型相似设计是确保振动台试验能够尽可能真实地反映原型动力性状的关键之一。

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  • The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.

    利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固,并进行振动台试验。

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  • It's no doubt that the shaking table test provides the necessary groundwork to study seismic performance of pile groups of Bridges.

    振动台试验无疑为可液化场地桥梁群桩抗震性能研究提供必要铺垫。

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  • Actually, foundation of shaking table is a mass that provide reaction to table movement and is an important part of the moving system.

    地震模拟振动台基础实质上是一个给振动台面运动提供反力的质量块,它是振动台可动系统的重要组成部分。

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  • Currently, the design of shaking table control system is based on two assumptions, i. e. linear servo valve, and rigid table and payloads.

    振动台控制系统设计时对物理系统进行了两个基本假设:伺服阀线性、台面和负载刚性。

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  • Validity of the computational model and method is verified through comparison between the results of the shaking table test and numerical analysis.

    进行了数值分析,并与试验结果进行了比较,验证了本文提出的计算模型与方法的正确性。

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  • The liquefaction phenomena of sandy powder soil under building footing are reproduced with shaking table tests on dynamic soil_structure interaction.

    在进行结构-地基动力相互作用体系振动台模型试验中,再现了地震动激励下有建筑物存在的砂质粉土软土地基的液化现象。

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  • The flexible connection for the structure with corridor is researched in the paper by calculation analysis and earthquake simulating shaking table test.

    本文提出了高层建筑多塔楼连廊结构采用柔性连接方式,并进行了结构抗震分析和模拟地震振动台试验研究。

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  • A new multi-DOF human-body shaking table, which can actualize not only the vibration of one DOF respectively, but also their combined vibration, was set up.

    提出了一种全新的多自由度人体振动台,既可以分别实现单自由度的振动,也可以实现组合振动。

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  • This paper describes the technical difficulties and resolutions of the test box design in the shaking table test for subway station structures in soft soil.

    介绍笔者在对软土地铁车站结构进行振动台模型试验的过程中,在模型箱设计方面遇到的技术难题及其解决途径。

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  • The separation on a shaking table is controlled by a number of operating variables and the importance of these variables in the model development is described.

    讨论了控制摇床选别的操作变量及这些变量在模型研究中的重要性。

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  • The structural earthquake resistance characteristics of the ship lifter tower in Geheyan project are studied in model test on a 3 D six freedoms shaking table.

    利用先进的大型三向六自由度地震模拟振动台进行了升船机塔柱结构抗震试验研究。

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  • The finite element method and static condensation technique are used to simulate the responses of a steel frame model under the excitation of the shaking table.

    通过运用有限单元法和静力凝聚法,对钢结构模型振动台试验进行了模拟计算,建立了简化分析模型。

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  • Saturated sand ground tests are the leading and essential constituent of shaking table tests to study the characteristics of stone columns composite foundation.

    饱和砂土地基试验是研究碎石桩复合地基抗液化性能振动台试验的先导和必要组成部分。

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  • On shaking table tests, some problems with model design, loading method and others of masonry houses are discussed and solutions of them are given in this paper.

    本文讨论砌体房屋模型振动台试验中模型设计、加载方法及试验中的其他问题并提出解决途径。

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  • This acceleration was enforced to the experimental substructure in real-time by shaking table in order to realize the interaction between the CTLD and structure.

    再将加速度由振动台实时加载到试验子结构上,实现了结构和CTLD的相互作用。

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  • Based on the results of the similarity relations between the actual wall and the model wall, the earthquake simulating experiments on shaking table are conducted.

    利用推导的模型与原型的相似关系,设计并实施了振动台试验。

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  • Through a number of shaking table tests, the aseismic behavior of rigid pile composite foundation and the effect of the flexible wall container were investigated.

    通过大量激振试验,对刚性桩复合地基的地震反应性态、柔性容器的效果等问题进行了研究。

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  • Through a number of shaking table tests, the aseismic behavior of rigid pile composite foundation and the effect of the flexible wall container were investigated.

    通过大量激振试验,对刚性桩复合地基的地震反应性态、柔性容器的效果等问题进行了研究。

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